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DOI:
地质力学学报:2014,20(2):140-148
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核安全边坡与一般边坡地震力计算对比分析
COMPUTATION COMPARISON BETWEEN THE EARTHQUAKE FORCE OF SAFETY RELATED SLOPE AND THAT OF COMMON SLOPE
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投稿时间:2014-01-28    
中文摘要: 通过建立理论模型和公式推导,对比分析了核安全相关边坡与一般边坡对地震力的考虑差异,指出了现行核电厂抗震设计规范对边坡地震力计算规定不足之处,并提出了建议,为规范修订提供了依据。
中文关键词: 核安全边坡  地震力  抗震设计
Abstract:On the basis of theoretic model and deduced formulas, the earthquake forces difference between the safety related slope and that of common slope were compared, and some deficiencies of the specification on the earthquake force computation in the current standard for seismic design of nuclear power plant were stated briefly. Then some recommendations were presented, which could be reference for the revise of the standard.
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陈立伟,2014.核安全边坡与一般边坡地震力计算对比分析[J].地质力学学报,20(2):140-148.DOI:
CHEN Li-wei,2014.COMPUTATION COMPARISON BETWEEN THE EARTHQUAKE FORCE OF SAFETY RELATED SLOPE AND THAT OF COMMON SLOPE[J].Journal of Geomechanics,20(2):140-148.DOI:

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